Public Administrative Department Local Bodies Closing in 14 days TDR #57041028

Tender For Construction Of Community Hall Near Jhadeswari Temple

Issued by Local Bodies · Khordha, Odisha
Tender Value
25.76 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
25765
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Community Hall Near Jhadeswari Temple

BOQ

Name of Work:- Construction of Community Hall near Jhadeswari Temple
Sl. No. Item Description
1Earth work excavation in all kind of soil within initial lead of 50 m and initial lift of 1.5 m including rough dressing and leveling the bed...etc complete in all respect and as per the direction of Engineer-in-charge
2Supplying, & filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyance, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc., complete (Measurement will be taken on finished compacted section) as per specification and direction of Engineer-in-charge
3C.C (1:4:8) with 4cm size HG Crusher BROKEN metal including all cost, conveyance,royalty & taxes etc.comp.to work site as per specification approved by the department & direction of E.I.C
4Brick work with Fly Ash bricks of size 25cmx12cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:4) in foundation and plinth including all charges
5Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-25 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard
6Coloumn Footing
7Coloumn- Ground floor
8Plinth Bend
9Lintel
10Roof beam- Ground floor
11Chajja- Ground floor
12Roof Slab- Ground floor
13Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only- Ground floor
14Brick work with Fly Ash bricks 25cm x 12cm x 8cm size having crusing strength not less then 75Kg/cm2 in cement mortar (1:6) in superstructure per cum- Ground floor
15Brick work with Fly Ash bricks 25cm x 12cm x 8cm size having crusing strength not less then 75Kg/cm2 in cement mortar (1:4) in superstructure per cum- Ground floor
16Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge- Ground floor
1716mm thick cement plaster (1:6) on brick work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm- Ground Floor
186mm thick cement plaster (1:4) onRCC concrete drain work including all cost conveyance royalty & taxes etc. comp. to work site per 1sqm- Ground Floor
19Wall painting 2 coats with weather coat over a coat of primer to inside and out side smooth surface with all cost of labour, T&P material etc complete- Ground floor
20Wall painting 2 coats with Plastic emulsion paint of approved shade over a coat of primer on new work to give an even shade with all cost of labour, T&P material etc complete- Ground Floor
21M.S. Grill gate made out of M.S. flat conforming to IS 2062/20006 painted with red oxide primer as pe the design approved- Ground floor
22Painting two coats with approved synthetic enamel paints of Asian / Berger/Dulox make and of approved colour, shade to new Iron including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use- Grill
23Dressed and Seasoned Sal wood work for door frames- Ground floor
24Providing and fixing ISI marked 35 mm thick flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak three ply veneering with vertical grains or cross bands and face veneers on both faces of shutters of approved design including cost of all door fittings and fixtures etc. complete (SR-2022 New Miscellaneous Item-8 , Page-234)- Ground floor
25Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter)- Ground floor
26Supplying, fitting and fixing of openable UPVC doors with door frame of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitings and fixtures. (SR-2022 New Miscellaneous Item-13 , Page-235)- Ground floor
27Fixing vitrified tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete- Ground floor
28Fixing Ceramic wall tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete
29Fixing of ceramic floor tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete
30Fixing Ceramic wall tiles in dados skirting and risers of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including rubbing and polishing complete
312.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips complete all as per direction of Engineer-in-Charge
32Electrical Installation @10% of Civil work Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57041028
AUTHORITY Local Bodies
TENDER VALUE 25.76 Lakhs
LAST DATE 07-09-2026
Authority
Authority Name Municipal Bodies
Work Description Tender for Construction Of Community Hall Near Jhadeswari Temple
Basic Detail
Tender No EO/JMC/093/2026-27
Bidding Type Tender
Location
City Khordha
State Odisha
Key Dates
Publish Date 17 Aug 2026
Submission Date 07 Sep 2026
Open Date 08 Sep 2026
Finance
Tender Value 25.76 Lakhs
Tender Fee 10000
EMD 25765
Exemption Available
Document List
6b800139-69fb-412b-a004-c623ada45c38.html
BOQ_606112.xls
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Sep 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

6b800139-69fb-412b-a004-c623ada45c38.html

xls

BOQ_606112.xls

pdf

Tendernotice_1 (11).pdf

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